TECHNICAL PAPERS
Jul 1, 1998

Open-Close Loop Active Control of Articulated Leg Platform

Publication: Journal of Engineering Mechanics
Volume 124, Issue 7

Abstract

A method is presented for the active control of the articulated leg platform (ALP) idealized as a single-degree-of-freedom (SDOF) system, using a combined feedforward and feedback (open-close loop) algorithm. The linear active control strategy is adopted to obtain the controlled response. The control law is derived by minimizing a quadratic performance function of the state variables and the control force. The state variables include not only the structural responses but also the sea-surface elevation and its integrands. The controlled responses are determined by a frequency domain iterative technique that duly accounts for the different kinds of nonlinearities present in the system. A single-hinge ALP in a random sea state is analyzed to obtain the controlled responses using the proposed method under a set of parametric variations. The controlled responses are compared with those obtained by the conventional feedback active control (close loop) strategy to investigate the relative merits of the proposed algorithm.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Abdel-Rohman, M., and Nayfeh, A. H.(1987). “Active control of nonlinear oscillation in bridges.”J. Engrg. Mech., ASCE, 113(3), 335–348.
2.
Chang, C. H. J., and Soong, T. T.(1980). “Structural control using active turned mass damper.”J. Engrg. Mech. Div., ASCE, 106(6), 1091–1098.
3.
Clough, R. W., and Penzien, J. (1993). Dynamics of structures. McGraw-Hill Kogakusha Ltd., New Delhi, India.
4.
Datta, T. K., and Jain, A. K.(1990). “Response of articulated tower platforms to random wind and wave forces.”Comp. and Struct., 34(1), 137–144.
5.
Kamat, M. P.(1988). “Active control of structures in nonlinear response.”J. Aerosp. Engrg., ASCE, 1(1), 52–62.
6.
Meirovitch, L. (1992). Dynamics and control of structures. John Wiley & Sons, Inc., New York, N.Y., 179–201.
7.
Reinhorn, A. M., Manolis, G. D., and Wen, C. Y.(1987). “Active control of inelastic structures.”J. Engrg. Mech., ASCE, 113(3), 315–333.
8.
Shefer, M., and Breakwell, J. V.(1987). “Estimation and control with cubic nonlinearities.”J. Optimization Theory and Applications, 53(1), 1–7.
9.
Singh, S., and Datta, T. K.(1998). “Open-closed loop linear control of building frames under seismic excitation.”J. Struct. Engrg., ASCE, 124(1), 43–51.
10.
Spanos, P.-T. D.(1986). “Filter approaches to wave kinematics approximation.”J. Appl. Oc. Res., 8(1), 2–7.
11.
Suhardjo, J., Spencer, B. F., and Jr., and Sain(1992a). “Non-linear optimal control of a duffing system.”Int. J. Non-Linear Mech., 27(2), 157–172.
12.
Suhardjo, J., Spencer, B. F., Jr., Sain, and M. K., and Tomasula(1992b). “Non-linear control of a tension leg platform.”Innovative large span structures, N. K. Srivastava, ed., Can. Soc. for Civ. Engrg., Toronto, Canada, 1, 464–474.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 124Issue 7July 1998
Pages: 734 - 740

History

Published online: Jul 1, 1998
Published in print: Jul 1998

Permissions

Request permissions for this article.

Authors

Affiliations

B. P. Suneja
Res. Scholar, Civ. Engrg. Dept., Indian Inst. of Technol., New Delhi, 110 016 India.
T. K. Datta
Prof., Civ. Engrg. Dept., Indian Inst. of Technol., New Delhi, 110 016 India. E-mail: [email protected].

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share